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3265 Kresterbrooke Ln
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3265 Kresterbrooke Ln
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Last modified
3/5/2025 3:21:14 PM
Creation date
2/27/2025 11:18:34 AM
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Building Plans
Street #
3265
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
20288
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a <br />0 <br />J <br />N <br />i <br />i <br />r <br />V <br />mrame <br />CARPET <br />y <br />O uj <br />U) <br />N (� <br />A <br />S3 <br />TYP @ 1 STORY <br />OA 19 <br />N <br />0 <br />o <br />PATIO <br />I <br />OWNER'S <br />SUIT <br />8'-0" FLAT CLG. <br />(4) 2x4 #2 SYP- <br />STUDS W/USP <br />HTT4@ BASE <br />A <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET„, <br />00 <br />ihN <br />4068 B.F. ILA <br />8'-34" <br />FIBERGLASS <br />SURROUND <br />m O <br />' <br />60" X 36" <br />SHOWER <br />16" DEEP <br />O <br />PANTRY <br />-=w <br />8Q.'_Q <br />9 <br />_ <br />d0 9 <br />wp <br />T <br />Til F: <br />LG. <br />79"F <br />GNCID <br />EMmImmor- <br />CL <br />D.W. <br />r- - - - - - - - - - - <br />59'4' <br />O <br />25-SH <br />EGRESS <br />I '- I I IL I T <br />HA NSCN BOX @ <br />33 36 A.F F. <br />9'-0" I T-8" 2-8" 4'-3" 6-10" T-7" <br />I <br />to <br />I � <br />2:12 SLOPE . <br />CEILING <br />I <br />I I <br />�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />cM n� ---- <br />/ O <br />/ <br />FAMILY ROOM <br />� VAULT. CLG. CAFE <br />i/ CARPET VAULT. CLG. <br />O <br />25-SH <br />EGRESS <br />0'.4 HALL <br />9'-4" FLAT CLG <br />CARPET <br />FIBERGLASS <br />SURROUND <br />_ R&S <br />PT. I H OPT. D <br />0 <br />I <br />BEDROOM <br />V-0" FLAT CLG. <br />CARPET <br />4'-1" 1'-T' <br />\ 8'-0" <br />2-CAR GAR <br />8'-0" FLAT CLG. <br />�-- EDGE OF SLAB 2" <br />BEYOND WALL <br />DRYER VENT <br />THRU ROOF <br />I <br />I <br />BEDROO 4 <br />V-0" FLAT CLq. <br />CARPET i <br />ENTRY <br />I <br />Mj 40681B.F. <br />-- R&S a -- G.T. <br />I D <br />I I S3 <br />I <br />I <br />I � <br />I d, <br />to = <br />v� <br />;M U <br />w <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />O(2) <br />- 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) -1 3/4' X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) -1 3/4' X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />*" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 4 <br />S.H. <br />13 <br />20X38j <br />18JX37i <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />J 33 <br />27 1/4 X 38 J <br />N/A <br />S.H. <br />} 34 <br />27 j X 50 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />} 34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />} 36 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />364 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 112 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 371 <br />S.H. <br />34 <br />54 X 50 1 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills. <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />® <br />+29.7 I -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />UG <br />SEE SN SHEET OH SEE SN SHEET <br />go] <br />40 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ V-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />J J <br />AREA TABULATION <br />c <br />N <br />35-SH H B <br />A O <br />S3 <br />1ST FLOOR LIVING AREA 1817 <br />EE <br />LIVING TOTAL 1817 <br />E21'-5" <br />16'-3" 4'-8" 1'4° <br />`g <br />37'-8" 6-0" 15'-0° <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />0 <br />e <br />0 <br />0- <br />INSULATION REQ. <br />!2 <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />`D <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />w <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />U <br />Z o <br />Z <br />z <br />Q_ <br />a <br />Uj Z <br />V) 0 <br />4--J cn <br />w <br />•O w <br />N r� <br />F_ <br />U <br />w <br />C <br />m N <br />a>Cl) <br />ce) <br />U <br />8i <br />oho <br />00 <br />M r. <br />Q rn <br />ur) <br />Q d <br />s�D. <br />"" �� <br />N �O <br />�n Z W �' <br />���z � z <br />¢N�! <br />Z <br />O 0 o <br />J <br />'.• •+CV <br />OF E <br />l® <br />f6ildEl11t4i��' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Budding Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />�a <br />U <br />O UJ <br />� <br />O <br />�Z® <br />cu <br />LL <br />^ <br />O <br />a <br />/1 <br />U_ <br />` 3 <br />.� <br />1 <br />V J <br />z <br />J W <br />U <br />= <br />+� <br />b z <br />RO <br />0*1 <br />fig <br />rq <br />rl <br />6922 <br />u <br />Q <br />Z� <br />,A` <br />LU <br />In <br />LU <br />aZ� <br />LU <br />r1jZ <br />�' <br />z <br />t- <br />_ <br />� a <br />rn0 <br />00 <br />74 <br />a <br />to <br />f <br />S <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4v0 <br />SHEET NO. <br />1.0 <br />
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